• 한국통신학회논문지
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• 제33권12C호
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• pp.1046-1054
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• 2008

본 논문에서는 MPEG-2-H.264/AVC 변환 부호기에서 병목현상을 야기하는 H.264/AVC 부분의 화면내 부호기의 연산량을 감축하는 기법을 제안한다. 본 논문에서는 MPEG-2 복호기에서 획득한 DCT 계수와 영상의 방향성, H.264/AVC 화면내 부호기의 $Intral16{\times}16$ 및 $Intra4{\times}4$ 모드들 간의 상관관계 및 휘도와 색차 신호간의 경계(edge) 특성의 상관성을 활용하여 모드 선정시에 연산량을 감축하는 기법을 제안한다. 모의 실험을 통해 제안 방식이 기존에 널리 사용되는 결합형 변환 부호기에 비해 최대 약 70%의 연산량을 감축할 수 있음을 보였고, 대표적인 연산량 감축 기법인 [5]의 기법에 비해 최대 40%의 연산량을 감축할 수 있음을 보였다.

• 한국위성정보통신학회논문지
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• 제5권1호
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• pp.80-84
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• 2010

위성 구조계의 가장 기본적인 임무 및 역할은, 우선 위성 자체의 미션 및 기능을 위해 필요한 여러 탑재체 및 장비들을 장착하고 지지할 수 있는 공간을 제공하고, 발사 시에 발생하는 이런 극심한 발사환경 하중에서 위성체 및 탑재체들을 안전하게 보호하는 것이다. 위성체가 발사체에 실려 발사될 때에 매우 높은 가속도에 의한 정적하중 및 공기의 저항에 의한 하중, 연소 가스 분출 시 발생하는 음향에 의한 하중, 발사체로부터 분리될 때 발생하는 충격 하중 등 여러 가지의 극심한 하중을 겪게 된다. 이런 여러 발사환경 중, 저주파 동적 하중 환경의 검증을 위한 정현파 가진 시험 시에 주요 탑재체 및 장비들의 고유모드에서 과도한 하중이 가해지는 것을 피하기 위해 정현파 가진 규격에 노칭을 적용하게 된다. 본 논문은 정현파 가진 시험을 주요 내용으로 하며, 시험을 수행하기 위한 노칭된 예측 입력하중과 실제 시험에 사용된 입력하중을 비교하여 유한요소모델 및 예측의 정확성을 확인해 보고자 한다.

• 정보저장시스템학회논문집
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• 제2권2호
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• pp.130-137
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• 2006

The HDD(hard disk drive) using Load/unload(L/UL) technology includes the benefits which are increased areal density, reduced power consumption and improved shock resistance than those of contact-start-stop(CSS). It has been widely used in portable hard disk drive and will become the key technology for developing the small form factor hard disk drive. The main objects of L/UL are no slider-disk contact or no media damage. For realizing those, we must consider many design parameters in L/UL system. In this paper, we focus on lift-off force. The 'lift-off' force, defined as the minimum air bearing force, is another very important indicator of unloading performance. A large amplitude of lift-off force increases the ramp force, the unloading time, the slider oscillation and contact-possibility. To minimize 'lift-off' force we optimizes the slider and suspension using the integrated optimization frame, which automatically integrates the analysis with the optimization and effectively implements the repetitive works between them. In particular, this study is carried out the optimal design considering the process of modes tracking through the entire optimization processes. As a result, we yield the equation which can easily find a lift-off force and structural optimization for suspension.

• 한국항해항만학회지
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• 제36권8호
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• pp.683-689
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• 2012

중국경제의 급부상과 함께 물류산업이 최근 몇 년간 빠른 속도로 성장하고 있다. 특히 한 중간의 물동량이 지속적으로 증가하고 있는 상황에서 물류비용 절감을 위한 복합수송시스템의 도입 필요성이 대두되고 있으며, 육상수송 위주에서 친환경적 수송수단인 철도, 연안해운 등으로 modal shift가 활성화 되고 있다. 본 연구에서는 이미 운용중인 중국의 기반시설을 고려하여 한중 열차페리 시스템 도입을 위한 기술적 시사점을 제시하였다. 열차페리 시스템의 기술적인 평가에는 선박뿐 만아니라 제반시설과 기술이 포함되어야 한다. 즉, 한 중간 열차페리 시스템의 도입을 위해서는 효율적인 modal shift를 위한 항만 및 철도시설, 그리고 운용기술의 확보와 표준화를 위한 작업이 선행되어야 한다.

• Structural Engineering and Mechanics
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• 제72권4호
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• pp.421-432
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• 2019

In high-speed railway (HSR) system, the structure-borne noise inside viaduct at low frequency has been extensively investigated for its mitigation as a research hotspot owing to its harm to the nearby residents. This study proposed a novel acoustic optimization method for declining the structure-borne noise in viaduct-like structures by separating the acoustic contribution of each structural component in the measured acoustic field. The structural vibration and related acoustic sourcing, propagation, and radiation characteristics for the viaduct box girder under passing vehicle loading are studied by incorporating Finite Element Method (FEM) with Modal Acoustic Vector (MAV) analysis. Based on the Modal Acoustic Transfer Vector (MATV), the structural vibration mode that contributes maximum to the structure-borne noise shall be hereinafter filtered for the acoustic radiation. With vibration mode shapes, the locations of maximum amplitudes for being ribbed to mitigate the structure-borne noise are then obtained, and the structure-borne noise mitigation performance shall be eventually analyzed regarding to the ribbing conduction. The results demonstrate that the structural vibration and structure-borne noise of the viaduct box girder mainly occupy both in the range within 100 Hz, and the dominant frequency bands both are [31.5, 80] Hz. The peak frequency for the structure-borne noise of the viaduct box girder is mainly caused by $16^{th}$ and $62^{th}$ vibration modes; these two mode shapes mainly reflect the local vibration of the wing plate and top plate. By introducing web plate at the maximum amplitude of main mode shapes that contribute most to the acoustic modal contribution factors, the acoustic pressure peaks at the field-testing points are hereinafter obviously declined, this implies that the structure-borne noise mitigation performance is relatively promising for the viaduct.

• Smart Structures and Systems
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• 제13권2호
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• pp.281-303
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• 2014

In order to suppress the wind-induced vibrations of the Canton Tower, a pair of active mass driver (AMD) systems has been installed on the top of the main structure. The structural principal directions in which the bending modes of the structure are uncoupled are proposed and verified based on the orthogonal projection approach. For the vibration control design in the principal X direction, the simplified model of the structure is developed based on the finite element model and modified according to the field measurements under wind excitations. The AMD system driven by permanent magnet synchronous linear motors are adopted. The dynamical models of the AMD subsystems are determined according to the open-loop test results by using nonlinear least square fitting method. The continuous variable gain feedback (VGF) control strategy is adopted to make the AMD system adaptive to the variation in the intensity of wind excitations. Finally, the field tests of free vibration control are carried out. The field test results of AMD control show that the damping ratio of the first vibration mode increases up to 11 times of the original value without control.

• Smart Structures and Systems
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• 제19권1호
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• pp.39-46
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• 2017

Finite element model updating is very effective procedure to determine the uncertainty parameters in structural model and minimize the differences between experimentally and numerically identified dynamic characteristics. This procedure can be practiced with manual and automatic model updating procedures. The manual model updating involves manual changes of geometry and analyses parameters by trial and error, guided by engineering judgement. Besides, the automated updating is performed by constructing a series of loops based on optimization procedures. This paper addresses the ambient vibration based finite element model updating of long span reinforced concrete highway bridges using manual model updating procedure. Birecik Highway Bridge located on the $81^{st}km$ of Şanliurfa-Gaziantep state highway over Firat River in Turkey is selected as a case study. The structural carrier system of the bridge consists of two main parts: Arch and Beam Compartments. In this part of the paper, the arch compartment is investigated. Three dimensional finite element model of the arch compartment of the bridge is constructed using SAP2000 software to determine the dynamic characteristics, numerically. Operational Modal Analysis method is used to extract dynamic characteristics using Enhanced Frequency Domain Decomposition method. Numerically and experimentally identified dynamic characteristics are compared with each other and finite element model of the arch compartment of the bridge is updated manually by changing some uncertain parameters such as section properties, damages, boundary conditions and material properties to reduce the difference between the results. It is demonstrated that the ambient vibration measurements are enough to identify the most significant modes of long span highway bridges. Maximum differences between the natural frequencies are reduced averagely from %49.1 to %0.6 by model updating. Also, a good harmony is found between mode shapes after finite element model updating.

• Smart Structures and Systems
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• 제23권6호
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• pp.537-551
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• 2019

In this paper, a method for analyzing the damping performance of stay cables incorporating magnetorheological (MR) dampers in the passive control mode is developed taking into account the cable sag and inclination, the damper coefficient, stiffness and mass, and the stiffness of damper support. Both numerical and asymptotic solutions are obtained from complex modal analysis. With the asymptotic solution, analytical formulas that evaluate the equivalent damping ratio of the sagged cable-damper system in consideration of all the above parameters are derived. The main thrust of the present study is to develop an general design formula and a universal curve for the optimal design of MR dampers for adjustable passive control of sagged cables. Two sag-affecting coefficients are derived to reflect the effects of cable sag on the maximum attainable damping ratio and the optimal damper coefficient. For the cable configurations commonly used in cable-stayed bridges, the sag-affecting coefficients are directly expressed in terms of the sag-extensibility parameter to facilitate the control design. A case study on adjustable passive vibration control of the longest cable (536 m) on Stonecutters Bridge is carried out to demonstrate the influence of the sag for the damper design, and to figure out the necessity of adjustability of damper coefficients for achieving maximum damping ratio for different vibration modes.

• 전기전자학회논문지
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• 제22권4호
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• pp.941-947
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• 2018

일반적으로 커패시터는 빈번한 충 방전으로 시스템의 수명에 큰 영향을 미친다. 본 논문에서는 고전압, 대전류의 HVDC 서브모듈용 필름 커패시터의 핵심 고장원인을 분석하여 커패시터의 설계 및 제조공정의 주의사항을 분석한다. 먼저 커패시터의 FMEA 수행을 통해 고장원인, 고장모드, 고장영향에 대해 분석한다. 커패시터의 고장에 가장 큰 영향을 주는 고장원인과 영향을 정량적으로 평가하기 위해 커패시터에 대한 고장나무(Fault-tree)를 제시하고 설계인자와 구동환경의 조건에 따른 고장률을 분석한다. 커패시터 고장의 핵심 원인이 커패시턴스 변화에 있음을 확인하고, 커패시터의 고장률 저감을 위해서 커패시터의 설계와 제조공정 중 온도상승, 코로나 발생, 전극팽창, 절연거리 감소를 최소화할 필요가 있음을 검증한다.

• The Plant Pathology Journal
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• 제35권5호
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• pp.425-436
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• 2019

Botrytis cinerea, a major phytopathogenic fungus, has been reported to infect more than 200 crop species worldwide, and it causes massive losses in yield. The aim of this study was to evaluate the inhibitory abilities and effects of Bacillus amyloliquefaciens RS-25, Bacillus licheniformis MG-4, Bacillus subtilis Z-14, and Bacillus subtilis Pnf-4 and their culture filtrates and extracts against the gray mold caused by B. cinerea on postharvest tomato, strawberry, and grapefruit. The results revealed that the cells of Z-14, culture filtrate of RS-25, and cells of Z-14 showed the strongest biocontrol activity against the gray mold on the strawberry, grape, and tomato fruit, respectively. All the strains produced volatile organic compounds (VOCs), and the VOCs of Pnf-4 displayed the highest inhibition values. Based on headspace solid-phase microextraction in combination with gas chromatography-mass spectrometry, esters accounted for the largest percentage of the VOCs produced by RS-25, MG-4, Z-14, and Pnf-4 (36.80%, 29.58%, 30.78%, and 36.26%, respectively). All the strains showed potent cellulase and protease activities, but no chitinase activity. RS-25, Z-14, and MG-4, but not Pnf-4, grew on chrome azurol S agar, and an orange halo was formed around the colonies. All the strains showed biofilm formation, fruit colonization, and lipopeptide production, which may be the main modes of action of the antagonists against B. cinerea on the fruit. This study provides the basis for developing natural biocontrol agents against the gray mold caused by B. cinerea on postharvest fruit.